Abeb, A. J., Solomatine, D. P. and Vennerker, R. G. W. (2000) Application of adaptive fuzzy rule based methods for reconstruction of missing precipitation events. Hydrological Science Journal, 45(3):425-436.
Anderson, D. G. (2001) Effects of Urban Development on Flood in Northern Virginia. U.S.G.S Water Supply Paper C.
Gray, D.M. (1961) Synthetic unit hydrographs for small watersheds. Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engineers, (4):33-54.
Gutierres Estrada, J. C., Pulido Valvo, I., Rosa, I. and Marchini, B. (2011) Modelling inflow rates for the water exchange management in semi-intensive aquaculture ponds. Aquacultural Engineering, (48):19-30.
Heydari, M.( 2010) Revision of Some Empirical Models for Estimation of Time of Concentration and Survey the Efficiency of Fuzzy Regression Model to Estimate the Time of Concentration in North Karoon River Basin. Msc. Thesis, Shahrekord University (in Persian).
http://www.emsi.com/wmshelp/Hydrologic_Models/Calculators/Computing_Travel_Times/Using_Basin_Data/Equations/Overview_of_Basin_Data_Equations.htm, (assessed: March 31, 2010).
Laenen, A. (1980) Storm Runoff as Related to Urbanization in the Portland, Oregon- Vancouver, Washington Area. U.S.G.S, Water Resource Investigations Open File Report, pp. 80-689.
Laureson, E. M. (1964) A catchment storage model for runoff routing. Journal of Hydrology, (2):141-163.
Leopold, L. B. (1968) Hydrology for Urban Land Planning. A Guidebook on the Hydrologic Effect of Urban Land Use. U.S.G.S Circular, at p. 554.
Lohani, A. K., Goel, N. K. and Bhatia, K.S. (2006) Takagi-Sugeno Fuzzy Inference System for Modelling Stage-Discharge Relationship. Journal of Hydrology, 333:146-160.
Matreja, K.N. (1990) Applied Hydrology. JaTa McGraw Hill Publishing Company Limited, at p. 204.
Ragan, R. M. and Duru, J O. (1972) Kinematic wave nomograph for time of concentration. Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engineers, 98(10):1765-1771.
Ramirez, J. A. (2000) Prediction and Modelling of flood Hydrology and Hydraulics. Chapter 11 of Inland Flood Hazards: Human, Riparian and Aquatic Communities Ed. Ellen Wohl. Cambridge University Press at p. 307.
Rao, A. R. and Delleur, J. W. (1974) Instantaneous unit hydrograph, peak discharges and time lags in urban areas. Hydrological Sciences Bulletin, 19(2):185-198.
Rastogi, R.A. and Jones, B.A. (1969) Simulation and hydrologic response of a drainage net of a small agricultural drainage basin. Transactions of the American Society of Agricultural Engineers, (12): 899-908.
Roussel, M. C., Thompson, D. B., Fang, X., Cleverland, T. G. and Garcia, C. A. (2005) Time Parameters Estimation for Applicable Texas Watersheds. Department of Civil Engineering, Lamar University, Beaumont, TX: Research Project Summary Report 0-4696-s.
Sadatinejad, S. J. and Shayannejad, M. and Honarbakhsh, A. (2009) Investigation of the Efficiency of the Fuzzy Regression Method in Reconstructig Monthly discharge Data of Hydrometric Stations in Great Karoon River Basin. J. Agr. Sci. Tech, (11):111-119.
Sanchez, J.D. and Gomez A.T. (2003) Applications of fuzzy regression in actuarial analysis. Journal of Risk and Insurance, 70(4):797-802.
Saneifard, R. and Ahmadianrad, H. (2012) On the overflow alert system based on fuzzy models. Current research journal of biological sciences, 4(2): 198-201.
Schulz, E.F. and Lopez, O.G. (1974) Determination of urban watershed response time. Hydrology Paper No. 71, Colorado State University, Fort Collins, CO.
Shamskia, N., Rahmati, S. H., Haleh, H. and Rahmati, S.H. (2011) A new approach of fuzzy methods for evaluating of hydrological data. World Academy of Science, Engineering and Technology, 5(5): 1051-1059.
Singh, V. P. and Agiralioglu, N. (1982) Lag time for diverging overland flow. Nordic Hydrology, (13):39-48.
Sudharsanan, R. M., Krishnaveni, R., and Karunakaran, K. (2010) Derivation of Instantaneous Unit Hydrograph for a sub- basin using Linear Geomorphological Model and Geographic Information Systems 77710. Journal of Spatial Hydrology, 10(1): 30-40.
Tanaka, H., Uejima, S. and Asai, K. (1982) Linear regression analysis with fuzzy model. IEEE Transactions on Systems Man, Cybern, 12(6):903-907.
Thompson, D.B., Fang, X. and Cleverland, T.G. (2004) Literature Review on Time Parameters for Hydrographs. Department of Civil Engineering, Lamar University, Beaumont, TX.